Open Access
MATEC Web Conf.
Volume 67, 2016
International Symposium on Materials Application and Engineering (SMAE 2016)
Article Number 03012
Number of page(s) 8
Section Chapter 3 Information Technology
Published online 29 July 2016
  1. G JHancock, T MMurray, D S.Ellifritt Cold-formed steel structures to the AISI specification[M]. New York: Marcel Dekker, 2001. [CrossRef]
  2. Wang Chungang, Zhang Zhuangnan, Zhang Yaochun. Direct strength method study on bearing capacity calculation of channel columns with inclined simple edge stiffeners under axial compression[J]. Engineering Mechanics, 2012, 29(3): 75–82.
  3. D C YYap, G J.Hancock Experimental study of high-strength cold-formed stiffened-web C-sections in compression[J]. Journal of Structural Engineering, 2011, 137(2):162–172. [CrossRef]
  4. Wang Chungang, Zhang Zhuangnan, Jia Lianguang, Ma Ping. Stability behavior research of channels with complex edge stiffeners and intermediate V type stiffeners under axial compression[J]. Engineering Mechanics, 2012, 29(SII): 113–116.
  5. B W.Schafer Local, distortional, and Euler buckling of thin-walled columns [J]. Journal of Structural Engineering, 2002, 128(3): 289–99. [CrossRef]
  6. S C WLau, G J.Hancock Distortional buckling formulas for channel columns[J]. Journal of Structural Engineering, 1987, 113(5): 1063–1078. [CrossRef]
  7. Chen Ji. Stability of steel structures theory and design[M]. 5rd Edition. Beijing: Science Press, 2011.
  8. Wang Chungang, Xu Zifeng, Zhang Zhuangnan, Ma Ping. Experimental investigation on channel columns with complex edge stiffeners and stiffeners in web under compression loading[J]. Journal of Building Structures, 2014, 35(7): 96–104.